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T
T
T
T
T
T
T
24'
24'
35.5'
35.5'
4'
4'
4'
24'
24'
4'
35.5'
54' (TYP.)
35.5'
11.5'
11.5'
11.5'
11.5'
3.66'
3.66'
5'
5'
5'
6'
6'
5'
MONO. ISLAND
PROP. CONC.
24'
2'
38'
2.5'
4.5
6'
100'
7/16/2015 1:05:16
PM
...\
Proj\
R2915
B_
Rdy_psh_04.d
gn
US
ER:
CL
OD
GO
DJ
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99 SHEET NO.PROJECT REFERENCE NO.
4
MA
TC
H
TO
SH
EET 5 - -L- PO
C
Sta. 16
4+
00.0
0
SEE SHEETS C-1 THRU C-13 FOR CULVERT PLANS
SEE SHEETS 2D-1 THRU 2D-3 FOR DRAINAGE DETAILS
SEE SHEET 20 FOR -DR1- PROFILE
SEE SHEET 13 FOR -L- PROFILE
DRIVEWAY RADII ARE 15' UNLESS OTHERWISE NOTED
S LEA
NO
RTH CAROLIN
A
PROFE
SSIONAL
ENGINEER
14160 SR
ED
NUAS .B
SA
L
GU
OD
R.
J
R
A
IN
SLL
HT
O
RL
ROCA
RO
FESSION
9334
G
E
N REIN
E
WYNE
H
W.
SEALP
NA
L
E
GR
MT
L
WD
& GR
W/LT
S
S
S
GR
RUINS
1SFD
GR
12"
CM
P
SOIL
8' G
R
GR
HTR
S
WD RAIL
WD RAIL
GR
S
S
GR
GR
GR
WD RAIL
1SM
TL
BUS
1SFBUS
S
GR
S
SR 1003 ID
LE
WIL
D
RD 23' B
ST
CONC
CAN
7' WW
19' HW
10' WW
19' HW
7' WW
10' WW
26' HW
15' WW
6' WW
26' HW
15' WW
6' WW
RIP
RAP
18" CMP
20' G
R
RIP
RA
P
4SBW
10' S
OIL
B
9' S
OIL
1S
EL
EC
1S ELEC
11' SOIL
S
SS
GR
GUY
4SBW
4S
BW
S
48" CHL
48" CHLGR
S
1•SFD
1S ELEC
WD
RAIL
US 221 22' BST
18" R
CP
18"
RC
P
CUL1
CUL2
CUL3
CUL5C
UL6C
UL7C
UL8
HW1
CE1
HW2
CE2
CU
L1
CU
L2
CU
L3
CU
L4
CE1
HW1
CU
L5
CU
L6
CU
L7
CU
L8
CE2
HW2
CUL4
UNDER BRIDGE
TELE. CONDUIT
STATIONTELE.
REMOTE
2-8'x
8' B
AR
RELS
2-8'x8'
BARRELS
MT
LW
D
&
61.27'
40.9
7'
58.2
6'
69.3
0'
85.19'
EIP
244.12'
42.2
5'
53.9
8'
411.81'
40.2
5'
EIP
57.2
3'
EIP
174.0
0'
59.58'
DB 275 PG 170
195.46'
EIP
81.12'
EXISTING R/W
EXISTING R/W
EIP
135.0
0'
99.0
1'
35.2
6'
16' EXISTING R/W
112.6
1'
63.0
4'
73.6
4'
DB 126, PG 1493
DB 271, PG 743
DB 130, PG 148
EIP
EIP
EIP
314.7
3'
302.9
6'
159.9
8'
118.12'
65.5
8'
24.17'
144.82'
29.16'
296.0
3'
40.35'
18.76'
30.15'
26.13'
26.2
5'
53.4
6'
57.3
5'
55.03'
22.6
5'
27.6
1'
31.8
5'
33.2
0'
75.0
0'
57.6
6'
200' SIG
HT
DIS
TA
NC
E
EXIS
TIN
G
RW
100.0
0'
31.48'
368.6
5'
36.7
0'
100.0
0'
EXISTING RW
EXISTING RW
9.0
3'
EXISTING RW
EXISTING RW
16.0
0'
50.0
0'
50.0
0'
PER DB 183, PG 1131LEASE AGREEMENT
APPROXIMATE LOCATION OF
77.89'
EXIS
TIN
G
RW
EXISTING RW
32.0
0'
EXISTING RW
4.88'
27.8
2'
117.10'
18"
HD
PE
194.14'
36" W
W
& 2SB
W
CONSTRUCTION
UNDER
AREA
CATHERINE R. CLARK
RAY T. SMITH, ET.AL
TRUSTEES OF MORNING STAR BAPTIST CHURCHWENDELL WILCOX
KENNETH DAYLONNIE MILLER
KEITH BLACKBURN
DONNA FAYKOAND WIFE
RICHARD FAYKO, JR.
VIOLA A. DEALCHARLES G. DEAL
PATRICIA D. GRIGGSTHOMAS R. GRIGGS
BAXTER NORRIS CONSTRUCTION
FS HOLDING, LTD. &
DB Q-4 PG 518
DB 242 PG 2234
PB 7 PG 53PB 6 PG 64
AMY F. ROSEKAREN FLOWE PRESLAR
PB 5 PG 242
DB 206 PG 1446
PORTION OF PB 5, PG 242DB 226, PG 626
(DOUBLE OAK TO EIP)
3.05'
EIP
OAK
DOUBLE
RAMP
LOADING
WD
DB 282, PG 1081
HERBERT D. WATSON, L/EDB O-4 PG 255
EIP
DB 282 PG 1776
HUBERT E. HAMILTON
DB 390 PG 769
SHANE VANNOY, LLC
EIP
EIP
EIP
EIP
EIP
EIP
BST
GR
DK
CHURCH
1SF
EIP
101.66'
EIP
PER
DB 163, P
G 1381
(WID
TH U
NSPECIFIE
D)
EXIS
TIN
G R
OA
DW
AY
ACCESS EASE
MENT
OVER
APPR
OXIM
ATE LOC
ATIO
N
OF
2.29'
EIP TO R/W
EIP
260.45'
BM#7
24" CMP
DB O-4, PG 111
BAXTER DERRICK HARDIN
DB 253, PG 1693
DEAN POTTER
PORTION OF PB 5, PG 590DB 251, PG 1563
THOMAS R. GRIGGS
PORTION OF PB 5, PG 590DB 251, PG 2159
141.97'
+80.83
14.54'+54.80
36.29'+82.48
GAP CREEK
JOHN YATES
DB 402 PG 1707
N 47°31'2
1" E
117.34'
S 47°40'45" W
130.73'
S 14°57'34" E
135.97'
PATRICIA D. GRIGGSTHOMAS R. GRIGGS
DB 197, PG 1097DB 251, PG 2157
24.7
6'
3.8
5'
ANGELA TURRISIJOSEPH TURRISI
DB 350, PG 2170
DB 212, PG 471
DB 255, PG 131
MARTHA D. WATSON
RETA H. GREENEAND WIFE
BRICE R. GREENE
DB 254, PG 380
DB 254, PG 378
ETAL.PATRICIA D. GRIGGSTHOMAS R. GRIGGSCHARLES L. DEAL
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
SUNGATE DESIGN GROUP, P.A.
NC COA No. C-0890
R-2915B
RE
VISIO
NS
NC COA No. F-0412Raleigh, NC 27612-3228Suite 3005400 Glenwood AvenueCamp Dresser & McKee
REMOVE
0404
0405
0406
SEE PROFILESTA. 164+50 TO 166+00 -L- RT
SPECIAL DITCH GRADE
SEE DETAIL #1
LAT 2' GRASSED SWALE
STA 162+63 -L- LT
FROM STA 160+25 TO
SHOULDER BERM GUTTER
GRADE TO DRAIN
0403
2GI
2GI15" R
CP-IV
15" RC
P-IV
EST. 7 SY GF
EST. 2 TONS
CL 'B' RIP RAP
SEE DETAIL#2
CL 'B' RIP RAP
TOE PROTECTION
15" RC
P-IV
04072GI
15"
DI
DI15" R
CP-IV
TB 2GI
SEE DETAIL #36EST 45 TONS
AND FLOOPLAIN BENCHSTREAM BANK STABILIZATION
CL 'I' RIP RAP
SEE DETAIL #36EST. 15 TONS
AND FLOODPLAIN BENCHSTREAM BANK STABILIZATION
CL 'I' RIP RAP
0401
0402
15" RCP-IV
SEE DETAIL #30
EST. 1000 SY GF
EST. 340 TONS
W/ CL 'B' RIP RAP
LINE ROADWAY DITCH
SEE DETAIL #25W/ COIR FIBER MATTING
2' BASE DITCH
SPEC CUT
SEE DETAIL #26EST. 50 SY
W/ COIR FIBER MATTINGBERM 2' BASE DITCH
160
-L- ST Sta. 161+55.70
-L- TS Sta. 162+63.70
CURVE DATA FOR LINE -L-
SE = 0.06
PIs Sta 159+39.85
F
Ls = 324.00'
LT = 216.17'
ST = 108.15'
PIs Sta 164+67.93
F
Ls = 306.00'
LT = 204.22'
ST = 102.20'
PI Sta 166+14.75
D
L = 90.04'
T = 45.05'
R = 1,060.00'
.06
.06
.05
.05
.04
.04
.03
.03
.02
.02
.02
.02
.01
.01
.01
.01
.00
.00
.02
.02
CAT-1
GRAU 350
GRAU 350
GRAU 350
CAT-1
P.S.
P.S.
P.S.
P.S.-L-
BEGIN CULVERT
-L- POS Sta. 161+32.67
END CULVERT
-L- POT Sta. 161+65.04
END TIP PROJECT R-2915A
BEGIN TIP PROJECT R-2915B
-L- CS Sta. 160+01.83 LB.
-L- CS Sta. 158+31.70 LA.=
RUNOFF = 306.00'
-DR1- POT Sta. 10+00.00
-L- POS Sta. 163+50.44=
-DR1- PC Sta. 10+53.29
-DR1- PRC Sta. 10+88.19
-DR1- PT Sta. 11+61.45
-DR1- PC Sta. 12+79.58
-DR1- PT Sta. 13+49.50
-DR1- PC Sta. 14+35.40
-DR1- PT Sta. 14+98.10
CURVE DATA FOR LINE -DR1-
SE = NC
PI Sta 10+71.67
D
L = 34.90'
T = 18.38'
R = 45.00'
PI Sta 11+25.16
D
L = 73.26'
T = 36.97'
R = 220.00'
PI Sta 13+17.28
D
L = 69.92'
T = 37.70'
R = 75.40'
PI Sta 14+66.81
D
L = 62.70'
T = 31.41'
R = 400.00'
SE = NC SE = NC SE = NC
NAD 83 / CORS
-BL-GPS-2915-5
.01
.02
.00
.01
.02
+48.50
+31.7
0
+55.2
8
BY OTHERSTO BE DONE
BY OTHERSTO BE DONE
WITH FILL, SEE X-SECTS
TIE IN EXIST. SLOPES
CONSTRUCTED BY OTHERS24' DRIVE TO BE
24'
+25.00
+63.70
BEGIN SBG
END SBG
48" WW FENCE
10' (T
YP.)
C&G
PROP. 2'-9"
END CONSTRUCTION
-DR1- POT Sta. 15+43.00
BEGIN TEMP. GUARDRAIL
STA. 159+00+/- -L-
END TEMP. GUARDRAIL
STA. 164+00+/- -L-
TEMP. GRAU-350 TEMP. GRAU-350
QUANTITY = 850 SQ. FT.
TO -L- STA. 162+10+/-, 0.5' LT
-L- STA. 161+10+/-, 0.5' LT
TEMPORARY SHORING
PARCEL 5
EXISTING WELL
ABANDON
SEAL AND
(CHORD)
(CHORD)
100.00' RT
+31.70 -L-
100.00' RT
+55.70 -L-
100.00' RT
+63.70 -L-
215.00' RT
+00.00 -L-
47.00' RT
+10.00 -DR1-
35.00' RT
+85.00 -DR1-
15.00' RT
+53.00 -DR1-15.00' LT
+53.00 -DR1-
27.00' LT
+03.00 -DR1-
62.00' LT
+80.00 -DR1-
262.00' RT
+63.00 -L-
1
2
3
4
5
6
7
POINTACCESS
POINTACCESS
8
9
10
54.00' RT
+55.00 -DR1-
120.00' RT
+90.00 -L-
85.00' LT
+31.70 -L-
86.41' LT
+50.63 -L-
89.05' LT
+34.00 -L-
87.45' LT
+74.00 -L-
BEG. PARTIAL C/A
110.00' RT
+55.00 -L-
104.85' LT
+84.00 -L-
138.52' LT
+93.15 -L-
154.51' LT
+92.41 -L-
153.81' LT
+77.04 -L-
137.82' LT
+77.82 -L-
109.02' LT
+86.87 -L-87.80' LT
+87.59 -L-
86.41' LT
+60.91 -L-
90.59' LT
+44.02 -L-
107.14' RT
+22.00 -L-
122.00' RT
+22.00 -L-
11B
11A
(DO NOT SET)EX R/W
+09.68 -Y9A-
BEG. PARTIAL C/A
50.00' LT
+50.00 -Y9A-
100.00' RT+50.00 -L-
11A
50.00' LT +50.00 -Y9A-
FENCEBEG. 48" WW
FENCE
END 48" WW
101.27' RT
+91.00 -L-
FENCE
BEG. 48" WW
103.71' RT
+51.00 -L-
FENCE
BEG. 48" WW
90.08' LT
+11.54 -L-
F
FF
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C
C
F
F
F
155
160
-L-
-Y9-
15
15
D
-L- SC Sta. 157+96.88
PI Sta 11+60.32
L = 309.68'
T = 160.32'
R = 485.00'SE = 06
RO = 124.08
END CONSTRUCTION
-Y9A- POT Sta. 13+10.00
-Y9A- PT Sta. 13+09.68
-L- Sta. 158+52.64 =
-Y9A- PC Sta 10+00.00
-L- SRS Sta. 154+72.88
CURVE DATA FOR -Y9A-
7/17/2015 7/17/2015